Author: Horne, M R;Ajmani, J L
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Horne, M R;Ajmani, J L
The Structural Engineer, Volume 49, Issue 8, 1971
This paper presents a basis for determining displacements and stresses arising from the torsion of structural rectangular hollow sections. Particular attention is given to stress concentrations at the re-entrant corners. A relationship is determined between freely formed corner radii and section thickness. Analytical solutions are compared with experimental results on steel sections and prediction from thin walled torsion theory. J. Marshall
Considering the strength of the concrete compression zone under biaxial stress and recognizing the contribution of the beam components to the shear strength, an analytical method is presented for the calculation of the flexure-shear strength of reinforced concrete deep beams. M.A. Sheikh, H.A.R. de Paiva and A.M. Neville
Professor A. Bolton (M) was educated at Queen Elizabeth's Grammar School, Blackburn, and the University of Manchester. His first degree was in building but his subsequent degrees were concerned with structural engineering.